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Volume 7: Ocean Engineering

Improvement of Rankine Panel Method for Seakeeping Prediction of a Ship in Low Frequency Region

Effect of Anisotropic Shape on Ship Wakes in Presence of Shear Current of Uniform Vorticity

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Marine Operation Windows Offshore Norway

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Sheltering the Shore via Nearshore Oblique Seabed Bars

A 3D Higher Order Time Domain Rankine Panel Method for Wave-Current Interaction

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Numerical Simulation of Wave Run-Ups due to Nonlinear Interaction Between Stokes Waves and Offshore Wind Turbines

Hydrodynamic Loads on a Submerged Floating Tube Bridge Induced by a Passing Ship or Two Ships in Maneuver in Calm Water

An Investigation Into the Limitations of the Panel Method and the Gap Effect for a Fixed and a Floating Structure Subject to Waves

A Hybrid Numerical Model to Address Fluid Elastic Structure Interaction

Performance Analysis for Grid Plate Wave Absorbing Device

Effects of Curvature on Slamming Loads

Simulations of Extreme Wave Runup on a Vertical Wall by Analytic Boussinesq Model

Study on the Bubble Dynamics and the Exciting Force in a Bended Pipe Based on BEM

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Large Containerships’ Fatigue Analysis due to Springing and Whipping

Nonlinear Dynamics in Immersed Tunnel Installation Under Regular Waves

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Wave-Body Interactions Among an Array of Truncated Vertical Cylinders

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The Effect of Mooring Line Pre-Tension on FDPSO’s Motion

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Image Based Method to Estimate Regular Wave Parameters

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Hydrodynamic Performance Effect of Steel Catenary Risers on Wave Frequency Motions of a Semi Submersible

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Parametric Study on Hub Vortex Reducing Effects of Propeller Boss Cap Fins by Force and Wake Field Measurements in Open Water and Self-Propulsion Conditions

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Benjamin-Feir Wave Instability on the Opposite Current

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Design and Construction of an Active Wave Absorber in a Wave Channel

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Study on Influence of Geometrical Dimensions of Floating Bodies on Cloaking Phenomenon

Mass, Momentum and Energy Flux in Nonlinear Water Wave Based on HAM Solution

Numerical Simulation of Submarine Surfacing With Six Degrees of Freedom in Regular Waves

Statistical Investigation of the Surface Profile of Rogue Waves in 2D Non-Breaking Seas

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Marine Operation Windows Offshore Norway

Content Provider	The American Society of Mechanical Engineers (ASME) Digital Collection
Author	Bjarte, O. Kvamme Adekunle, P. Orimolade Sverre, K. Haver Ove, T. Gudmestad
Copyright Year	2016
Abstract	A study of the wave conditions in the North Sea, the Norwegian Sea and the Barents Sea is presented in this paper. For each region, one reference location for which there are buoy measurements is selected. For the selected locations, WAM10 hindcast data are obtained from the Norwegian Meteorological Institute (MET Norway). The hindcast data for each location cover the period from 1957 to 2014. First, the hindcast datasets were validated against available buoy measurements — both for extreme value predictions and for application of hindcast data for planning of marine operations. The validation was carried out considering the winter season and the summer season separately. For each season, the datasets for two consecutive months were used. A comparison of the time-series of the hindcast datasets against the buoy measurements showed that the hindcast datasets compared relatively well with the buoy measurements. However, a comparison of the statistical parameters of the hindcast datasets against the buoy measurements showed that the hindcast datasets are slightly conservative in the estimate of the significant wave height for the Barents Sea and the Norwegian Sea. Overall, the data compared well, and the hindcast datasets are therefore considered in the following analysis. Hindcast data from these 57 years show that the wave conditions in the selected Norwegian Sea location is harsher than the wave conditions in both the North Sea and the Barents Sea locations. This is in agreement with the general expected spatial trend in the wave climate on the Norwegian Continental Shelf (NCS). It was also observed that the wave conditions in the selected Barents Sea location are harsher than the wave conditions in the North Sea. These findings are also reflected in the NORSOK N-003 standard on “Actions and Action effects” (NORSOK, 2015). The weather windows for weather-sensitive marine operations, that is, operations with operational reference period not exceeding 72 hours, were established from the hindcast dataset for each of the locations. It was observed that the Norwegian Sea has shorter weather windows, especially in the winter seasons, compared to both the Barents Sea and the North Sea. It was expected that the operational windows would be shorter in the winter seasons in the Barents Sea, due to the occurrence of polar lows. However, the polar lows are few and cause more concern related to forecasting of the weather conditions to start actual marine operations. Generally, the month with the highest probability of weather windows exceeding 72 hours was found to be July for all three locations.
Sponsorship	Ocean, Offshore and Arctic Engineering Division
File Format	PDF
ISBN	9780791849989
DOI	10.1115/OMAE2016-54840
Volume Number	Volume 7: Ocean Engineering
Conference Proceedings	ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering
Language	English
Publisher Date	2016-06-19
Publisher Place	Busan, South Korea
Access Restriction	Subscribed
Subject Keyword	Climate Seas Time series Probability Ocean engineering North sea Waves Buoys Significant wave heights Meteorology
Content Type	Text
Resource Type	Article

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